Dynamic Response Analysis of Lateral Impact Force of Frame Wharf with Rock-Socketed Piles in Inland River Steel Sheath

Table 5

von Mises equivalent stress peak table of pile foundation structure.

Structural computing components		Computational results
		Working condition 1	Working condition 2	Working condition 3	Working condition 4	Working condition 5
P1Z4 steel casing (kPa)	River side	19642	39168	19157	14079	53400
	Shore side	3969.2	9461.6	3944.8	4155	24936
P1Z4 concrete pile foundation (kPa)	River side	1355.3	2978.2	1420.1	1121.3	2286.5
	Shore side	1823.1	3492.9	1813.5	1446.4	1888.4
P1Z1 steel casing (kPa)	River side	12984	29236	34110	51611	1557
	Shore side	21650	42685	24966	14556	24966
P1Z1 concrete pile foundation (kPa)	River side	1471.1	3211.7	1557	2574.5	1911.6
	Shore side	1806.2	3464.4	1911.6	2950.8	1557
P1 bent steel cross brace (kPa)	Upper side	10661	20965	11750	6887	11242
	Under side	11526	23172	12485	11385	13264
P1 bent steel berthing column (kPa)	River side	5698.8	27785	1657800	1706200	1768900
	Shore side	11819	27120	60117	72759	58926
P1 bent steel front brace (kPa)	Upper side	7841.6	17685	11293	29258	19368
	Under side	9385.1	20980	12358	39896	24458

P1 is the first framed bend, and Z1 is the first row of the steel barrel socketed piles from the river side to the bank side.